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NE 1/4,NW 1/4,SEC Z 7:28N.,R.5,4., W.M. <br /> CITY OF EVERETT GENERAL NOTES CITY OFEVERETT, WASHING ON' <br /> 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH THE SPECIFICATIONS <br /> AND STANDARDS OF THE CITY OF EVERETT(2004)AND THE MOST CURRENT APWA <br /> STANDARDS AND SPECIFICATIONS. <br /> • 2. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATION OF ALL BURIED UTILITIES OR <br /> OBSTRUCTIONS IN THE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF WORK. <br /> ' CONTRACTOR SHALL COORDINATE WITH WATER UTILITY, SEWER UTILITY, GAS, TELEPHONE <br /> AND.ALL OTHER AFFECTED UTILITIES FOR FIELD LOCATION OF THE RESPECTIVE EXISTING <br /> '• FACILITIES. <br /> 3. THE CONTRACTOR SHALL DIAL 1-800-424-5555 PRIOR TO CONSTRUCTION FOR AID IN <br /> LOCATING ANY UNDERGROUND UTILITIES AS APPLICABLE. <br /> 4. ALL CATCH BASINS OFF CITY RIGHT-OF-WAY SHALL HAVE LOCKING TYPE GRATES OR LIDS. <br /> 5. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8 INCHES AND COMPACT TO 955 \ <br /> RELATIVE COMPACTION UNDER ROADWAYS AND 905 COMPACTION OFF ROADWAYS. • f <br /> 1 \ r <br /> 6. ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIALS <br /> I <br /> OR BE ASPHALT COATED TREATMENT 1 OR BETTER. ff <br /> \\� <br /> 7. ALL AREAS WHICH HAVE BEEN GRADED AND ARE NOT PAVED OR GRAVELED SHALL BE <br /> SEEDED WITH GRASS NO MORE THAN 30 DAYS AFTER EARTHWORK IS COMPLETED. \ \ �,, .........,,..... , O�` . <br /> � I <br /> 8. --„......., - i <br /> FRAME AND GRATES SHALL BE CITY OF EVERETT STANDARD#405, OR AS SPECIFIED. k , <br /> ,„ <br /> SHALL BE COVERED CONCEALED OR PUT INTO USE P\ .\\ \\�\ � ,. <a .-' ,' -* <br /> 9. NO PART OF THE DRAINAGE SYSTEM , �� <br /> UNTIL IT HAS BEEN TESTED, INSPECTED,AND ACCEPTED BY THE CITY. J \y ��\�\�\�\��\ <br /> 10. ALL ROOFTOP DRAINS SHALL•BE DIRECTED INTO THE STORM DRAINAGE SYSTEM VIA THE r b i, \ �\�\ \\\,\ ..._........ ., <br /> ATH BASIN. I <br /> \ \ \�\ ,_, ,, SS__S ,' <br /> NEAREST CATCH �\ \\ �\�\ \' \�\ • 466 0 4 -- • <br /> • <br /> �\ � LEGEND <br /> 1 1. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR"LINE AND GRADE"PRIOR �\\ \ \��\�\�\\�\ <br /> • <br /> TO STARTING CONSTRUCTION. f\\ �\ - _ - rr <br /> \\� ��\\.,k , J _ •4 (y CENTERLINE <br /> 12. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR AND SHALL k <br /> ` \`I <br /> 1 d` <br /> 0 EXISTING STORM DRAIN CATCH BASIN(CB) <br /> BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. rAPPROXIMATE LOCATION 1,, �J• ��\\� \\�\ �\\ O '_J ,•\ OF 10' SEWER EASEMENT 0 • EXISTING STORM DRAIN MANHOLE(BONN) <br /> 13. THE CONTRACTOR SHALL KEEP TWO(2)SETS OF PLANS ON-SITE AT ALL TIMES \�\�\�\\ \\,\ '.�),` ,_,' BASED ON CITY OF EVERETT I __,' <br /> • <br /> RECORDING AS BUILT INFORMATION;ONE(1)SET SHALL BE SUBMITTED TO WESTERN �� <br /> 1 � ,� AS-BUILT DRAWINGS I s• ■YD STORM DRAIN YARD DRAIN(YD) <br /> • ENGINEERS; INC. EX. CB \ J <br /> RIM=460.24 ''1 I 4' �' . u STORM DRAIN CULVERT INLET <br /> 14. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO APPENDIX J OF IE 6"PVC(E)=458.22 / / <br /> BUILDING CODE. I • \` �' J 465.0 a Q SANITARY SEWER MANHOLE(SSMH) <br /> INTERNATIONALl I <br /> / ALL RETAINING WALLS SHALL ,�\ APPROXIMATE LOCATION OF UTILITY �.1 'I I <br /> 15. CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING WESTERN ENGINEERS, INC., WHEN • BE CAST-IN PLACE CONCRETE ;J\iq <br /> \ EASEMENT, BASED ON LOCATION \ '1 I I• ,� •' 0 SANITARY SEWER CLEAN OUT(SSCO) <br /> FLOW RESTRICTOR FOR STORM DETENTION IS ON-SITE AND BEFORE 1N SERVICE AT THIS <br /> _, OF SEMENT, BASO GAS LINE AND I <br /> TIME AN AS-BUILT WILL BE DONE ON THE FLOW RESTRICTOR. ONCE RESTRICTOR IS IN ' R. �--..,� OVERHEAD POWER • Dd WATER VALVE <br /> SERVICE IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PUMP OUT SYSTEM PRIOR TO 464.0 -. "~- \` r �� <br /> '."`' \ �\ \\y/ :1 I ! ® WATER METER <br /> THE A5 BUILT. 1• <br /> _---___---_ --- ,,, \ \, `,I i 1 4 l FIRE HYDRANT <br /> 16. IT IS THE RESPONSIBILITY OF THE DEVELOPER, CONTRACTOR, OR THEIR AGENTS TOIII i _ `�6 465.0 \\ \ \�,,'► �,.� I '��� <br /> ,,g <br /> NOTIFY THE CITY IN ADVANCE OF THE COMMENCEMENT OF ANY AUTHORIZED WORK AND Q,, '',T I I 10 I I 0 GAS VALVE <br /> TO HAVE ALL WORK INSPECTED AS CONSTRUCTION PROGRESSES. ADVANCED NOTIFICATION <br /> IS REQUIRED FOR SCHEDULING OF INSPECTIONS. APPROXIMATE L�CATElON I '' <br /> OF 10' WATER SEMENT I --0- POWER POLE <br /> I ;11 <br /> - BASED ON CITY 0 EVERETT I I II C-- UTILITY POLE ANCHOR <br /> 17. ALL FIELD ADJUSTMENTS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER. AS-BUILT DR' INGS ��.{ <br /> Y I 46 r 0 466.0 I 4 I M LIGHT POLE <br /> 18. OFF-SITE STREETS ARE TO BE KEPT CLEAN AT ALL TIMES. J I 465.5 • <br /> ' I Q ELECTRIC JUNCTION BOX <br /> MUST B <br /> E ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ,' I <br /> 19. A COPY OF THIS PLAN <br /> I <br /> BUILDINGS TO BE REMOVED <br /> ' 25' X 40' TEMPORARY ��, ,_----- <br /> • <br /> 468 , , ,E <br /> Q 62. . I \-463.0 . .. .), 465✓0000000-0-0-0-, CONSTRUCTION ENTRANCE 'I 77," <br /> 464.0 I 1000000000.0 I 4 ' ADJACENT BUILDINGS <br /> i I <br /> N LANDSCAPE 00•0 0 <br /> LAD I 00 � 0. J <br /> EXISTING J I 000000000.00 465.0 I I 11 <br /> EX. c8 .- I I j0j0j0j000j0j0j00.j0j0 I I , .;,. .. EXISTING CONCRETE <br /> RIM=464.23 _ _ -- s I 1000000/0•• <br /> IE 8"PVC(W)=462.50 ,�, 1 I I ..0.•.•.•.•.•0PJ.0.0. y fI .i EXISTING LANDSCAPING <br /> I ,.......... I , Y .V W •v <br /> EX. SDMH • <br /> .� Cpl` i I ,000O�j,0,0,00000.000RJM=464.53 �� 464.0 __ _--" I __ :eh".000/000000 I • <br /> lE 8" PVCE)-461.83 ,' ,-' I __r- -- ' 0000000000000000000 466.0 r ' i ,,,,,:•',.,,,,,,,,,,,,,, •EXISTING CONCRETE RETAINING WALL <br /> 465.0 .' 466.0 00 X MH PROPERTY LINE <br /> lE 24 RCP(N,s)=453.20 <br /> imijIfl"- re:4CC:f400' � �,� RIM 4G9.59 <br /> I <br /> it, - RIGHT Of WAY <br /> 1MM:.Y IYI IA.IMM;• - s ! ,� - ®sr. -..a. ...n.... .... <br /> W y W y IE 24 CMI�(N,E)--455.79 <br /> L KF .° ° ' ' -1- '` EXISTING LOT LINES <br /> `����� 6 DIP(TBR) ,,__ _ �• -w,► -�-�- • PROPOSED CONTOURS <br /> • <br /> W ._ �-- 6r)-I I^` _ SLOPE LANDSCAPE 'J .,__ -`� • - _ \° _ INDEX CONTOURS <br /> !_ __ -' W W WaW UP FROM SIDEWALK W W W _ -- W W ) \ <br /> SD -__ -SD ■ SD SD SD SD SD SD _- <br /> CONTOURS <br /> SD SD _ --~SD SD SD- CD j `, EXISTING VERTICAL CURB <br /> -464" - _468- <br /> - / ,►�� ///////////////////_ EDGE OF PAVEMENT <br /> SS �S SS - SS-- -5S -" S�C� ��- �. - S '" S- -__ ..._ cS ss O \ <br /> '`' X X X FENCE(AS NOTED) <br /> RETAIN WATER METER FOR IRRIGATI.N <br /> , • (WDF) WOOD FENCE <br /> EX.\__ ss <br /> ■ - '"_,i \ <br /> MAINTAIN WATER METER ice------ -- _-_w, \ RJM=470.38 (CLF) CHAIN LINK FENCE <br /> ___. -� 00 __- TO EASTERN PROPERTY -`�, \ lE IN(S)=460.01 <br /> ---� '�,. 1E OUT(N)=459.90 (WRF) WIRE FENCE <br /> • <br /> ` - EASEMENT/BUFFER LINE <br /> / /// //// / -,,\ 2,, _ <br /> ,„ OHP POWER(AERIAL) <br /> EX. CB "N ,' Z ss S.51.- EXISTING SANITARY SEWER <br /> RIM=464.79. RIM-464.79 • <br /> 1E 1N(S)=454.49 RIM=465.40 ` Z SDS--0.-- EXISTING STORM DRAIN <br /> IE OUT(N)=454.39 lE 8" PVC(N)=464.19 <br /> !E 4" FLEX(NW)=464.35 � �s�, X'X EXISTING BUILDING SETBACKS <br /> . //l +.�_ i�� CLEARING LIMITS <br /> ' ail � <br /> ItiG <br /> • SCALE: 1 = 20 Dtkit‘!\'''' <br /> dse�r��� c}drt•ba <br /> out <br /> • 0 20 40 en Pre' it ,{ j" d,on <br /> s. , ,base <br /> • ra add ,..�.� id <br /> a,o, rove rou <br /> phis rd►On�orrna�on P tht8 haw C-t1o' <br /> anpr' PLAN APPROVED <br /> `,,,i k <br /> . , <br /> the asbua„a....u ,oits 8 . <br /> Date <br /> ane best �,rd'►nt�18 �--- ElyETT <br /> rna la <br /> be - for <br /> • <br /> �l1 Perrr;�tins PUBLIC SERVICES DATE <br /> _...--�''" s PUBLIC WORKS <br /> Se e 8y . <br /> 'D UTILITIES DR N E DEPARTMENT <br /> 1it�e A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO <br /> print‘'alr STARTING ANY CONSTRUCTION ON THIS0 <br /> PROJECT. APPROVAL FOR THIS PROJECT <br /> CITY NGINEE IS CONDITIONAL PER CURRENT STANDARDS <br /> AND EXPIREST-Z9.0.9. UNLESS PERMIT <br /> IV <br /> FOR CONSTRUCTION HAS BEEN ISSUED. <br /> . ' 42 <br /> TAXACCOUNTN0.(S): SITE ADDRESS.. <br /> . . CALL T W 28050700201200 ; . __f 3 6927, 6929, & 6931 EAST CADY ROAD <br /> 28050700201700 EVERETT,WA 98 <br /> BUSINESS D28050700204400 ` ` 5 <br /> BEFORE YQ T JJT DIG wl! '9,� T L a_.,r,.e L yL„ i - <br /> r ' <br /> _...5 <br /> i�t,�,za �_ c i <br /> ���;I��n<s 7 <br /> F'k, <br /> , ._____ <br /> P1W <br /> 33■■.. !,,,,,,. , <br /> 800-424 555 ,.,„ <br /> . , , . <br /> I • , <br /> , ... <br /> ,, 6._ 2.6 ____....2.6.. <br /> ... GRADING PLAN' <br /> LI TN <br /> TE. <br /> F 0 <br /> • <br /> I, N C � c <br /> UTILITY 0 � � j� <br /> GRADING QUANTITIES g Western <br /> CAUTION. 44111414 � -� 425) RODL AND TOYOTA <br /> VL'GETATIVE COVER BEFORE CLEARING�GRADING.' ,,,;,,CUT: 5'00 CSI YDS ENTIRE SITE IS ASPHALT AND BUILDINGS, riplihr ������• Enp►snaers,FILL: 400 CU.YDS. THE CONTRACTOR HALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,AND C. ,, .A;%' O _ NE1/4, 1YGV 1/4, �S'L�'C•7, T.28N., R.SE., M.DEPTH OF ALL EXI TING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY. f , ,, c,,;.;;:�,;,, T 356 2700VEGETATIVE COVER AFTER CLEARING&GRADING.:' T ITL AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION.PRI,' I ` •✓ � `"'` ,, ' In�'•POTHOLING THE U L Es ;• . ERETI•' WASHINGTON <br /> (GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH /� � �, -•�. CITYOFEt� <br /> TO CONSTRUCTION; THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-555 AND ;, 'c,,,f//,.�- r - ' <br /> DO.NOT ACCOUNT FOR SOIL SWELLING & SHRINKAGE ALL DISTURBED AREAS SURROUNDING DEVELOPMENT WILL BE THEN POTHOLING'A L OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS �p -7a, �'= • <br /> - <br /> RESIDENTIAL LANDSCAPING. ,' �,4' , ,,' SURVEYORS•PLANNERS•ENGINEERS DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE <br /> OR UNSUITABLE ORGANICS.) TD PHYSICALLY VE IFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES ''�, I STS ti � ' <br /> EXCESS CUT MAY BE SPREAD ON SITE AS SHOWN ON TH SSE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND %`-',N•NAL:1, TAJ 03/31/08 O6 TAJ 06/19/08 BARRY CONSTANT 1 =20ALL MATERIAL REMOVED FROM SITE SHALL BE HAULEDSOILS.' ARE SUBJECT T4 RIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALLLAND USE CONSULTANTS <br /> ERW CONSULT ENGIN INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS o LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. NO. JOB NO. SH T. NO. <br /> N COMPLEXkilo * *** BRC - 07-897-A 3 of 6 <br /> TO A COUNTY APPROVED SITE ALOERW000 URBANLAD WITH CONSTRUCTIO. • (EXPIRES * * <br /> 13000 HWY 99 SOUTH EVERETT WA 98204 07897ABASEDWG <br /> . , • , <br /> • , 04-i <br /> ,.,„:. 6s/G----XVErYzin ''" '' ' , <br /> , • <br />